Housing Urban and Rular Development Local Bodies Closing in 4 days TDR #56593638

Tender For Development And Upgradation Of Road Safety Infrastructure On Major Roads , Zone A , Jaipur

Issued by Local Bodies · Jaipur, Rajasthan
Tender Value
1.76 Crore
Estimated cost
Bid Submission
31 Jul 2026
4 days left
EMD
3.53 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Development And Upgradation Of Road Safety Infrastructure On Major Roads , Zone A , Jaipur

BOQ

Name of Work:- Development and Upgradation of Road Safety Infrastructure On Major Roads , Zone A , Jaipur
Sl. No. Item Description
1Providing & Fixing of Vicro Spring Post made of Flexible PU UV Stabilized, Excellent ESCR, No rust No chip, size 80X750 mm with round 3 no radium tape desinbed for max ageing resistance under sunlight having upper dia 15 cm. and lower dia 20 cm with another attachment of 15x15 cm circular section with 15 cm. face plate and hold fast at bottom as per direction of Engineer In Charge
2Providing & Fixing Black Cadappa Cobble (4\\" X 4\\" x 3\\") Stone flooring work dressed stone (4\\" X 4\\") 3\\" thick in honed finished with pattern as per approved design over 25-50mm thick base in CM 1:6 including pointing with cement sand mortar 1:2 (1 cement :2 sand) match the shade of stone with joint. The cost includes all charges like material, labour, fixing, scaffolding arrangement, wastage and adhesive etc complete in all respect as per direction of Enginner in charge
3Providing and fixing reinforced concrete precast kerb stone or dand R.Mtr of M-20 grade cement concrete 120 cm long having 4 Nos. bars of 8 mm dia hysd and stirrups 6 Nos of 6 mm dia as per IS with in built provision of interlocking of jointing and lifting compaction of reinforced concrete by mechanical and table vibrators jointing at site with cement mortar 1:4 complete in all respect as directed by Engineer incharge on: 100 mm thick cement concrete 1:4:8 (1 Cement : 4 Coarse sand : 8 stone aggregate 20 mm thick nominal size) including excavation of earth and cutting of BT road cutting of WBM road etc. and disposal of surplus material with all lead and lift. The size of kerb shall be (11.5+16.5)/2*30+(16.5*7.5)
4Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 15Nominal mix (1:2.5:5)
5P/F precast RCC pole (bollard) 2.00 M height as per approved design and drawing by JDA for chain link in M-20 grade including handling carriage complete with synthetic paint of approved brand to give an even shade two or more coats with providing and fixing M.S flats for locking arrangement for M.S chain made of 2 Nos M.S Flats 25×8 mm and 15 cm length with 2 Nos holes in each flats and clamping with nut and bolts of size 50×6 m dia complete in all respect as per the approval of Engineer incharge.
6Fabricating, providing and fixing M.S chain consisting of CL square pyramids on both sides having central base of size 25×25mm duly engraved JDA-(year of fabrication) and having a groove on two sides in the middle portion. The overall height on the pyramid should be 100 mm (the total weight should not be less than 270 gms) and housed in M.S ring of 16 mm dia M.S round bars having cut length of 300 mm the weight of chain should not be less than 14.4 Kg per m length including priming with Zinc cromate of approved quality as per the direction of engineer in-charge and as per approved pattern.
7Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
8Providing and fixing SOLAR DELINATOR made of ms pipe of 48/63 mm, dia upper top of iron cage 1 Meter Pole Energy: green led warning strobe light 3.2 Volt 600 mAh Illumination: 4 High Intensity Super Bright LEDs Cover Material: PC Function: flash- stable -close 6 Hour Sun Charged: Operates 60 Hours (Flash Mode) Photocontrol: Automatic on at Dusk; Off at Dawn IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, dia of ms pipe 48/63 MM DIA and shall extend not more than 50 mm below the ground while being installed
9Providing & Fixing of ABS Plastic rectangle crumb of Size 250mm X 125mm X 28mm fixing with nail and vicro epoxy at interval for prevent of accident require both side reflector of specific size with visibility at least 100mtr
10Providing & fixing 3M radium tape of approved colour & Design complete in all respect as per instruction by Enginner in Charge
11Providing cutting, hoisting and fixing in position including fabrication of 4mm thick aluminium composite panel sheet (ACP) made of two aluminium sheet of 0.50mm thick each having a distance of 3.00mm filled with rubber polymer to the entire satisfaction of engineer in charge confirming to various concerned ASTM standards includes nuts and bolts/ riveting
12Supplying and fixing of micro prismatic retro reflective sheeting confirming to type XI of ASTM D4956, shall be pressure fixed to the full face of the ACP sheet as back ground sheet (in approved colour) and the top layer will be overlaid with electro cut transparent film of approved make and colour to create the desired road sign including cutting, cleaning and pasting etc. Complete as per design, drawing and direction of engineer in charge. (Payment shall be made for flat area of sheet), Make 3M/Avery Dennison or equivalent as approved by EIC, Confirming to type XI of ASTM D4956
13Providing and fixing in position high bond (VHB) double tape 24mm wide 2.3mm thick for jointing ACP sheet with SS/MS frame including all processes like cleaning, cutting, chemical application, pressing etc. as per sample approved by the engineer-in-charge.
14Supplying and fixing of Single Molded twin Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97-DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer‘s recommendation and complete as directed by the engineer. (manufactured from 3M, Avery or equivalent)
15Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
16Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801
17Retro-reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801.900 mm equilateral triangle
18Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board
19Supplying & Installation of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg jested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm X 100 mm X 100 mm. Also the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy rasin based adhesive as per manufacture’s recommendation and complete as directed by the engineer. (manufactured from 3M or equivalent)
20Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :One or more coats on old work. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56593638
AUTHORITY Local Bodies
TENDER VALUE 1.76 Crore
LAST DATE 31-07-2026
Authority
Authority Name Jaipur Development Authority
Work Description Tender for Development And Upgradation Of Road Safety Infrastructure On Major Roads , Zone A , Jaipur
Basic Detail
Tender No EE-A 2026-27 NIB-18
Bidding Type Tender
Location
City Jaipur
State Rajasthan
Key Dates
Publish Date 22 Jul 2026
Submission Date 31 Jul 2026
Open Date 06 Aug 2026
Finance
Tender Value 1.76 Crore
Tender Fee 2000
EMD 3.53 Lakhs
Exemption Available
Document List
0d3d5253-e368-4995-a477-ff7d92964c6d.html
BOQ_1024504.xls
Doc18UpgradationRoadEEA.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
html

0d3d5253-e368-4995-a477-ff7d92964c6d.html

xls

BOQ_1024504.xls

pdf

Doc18UpgradationRoadEEA.pdf

pdf

Tendernotice_1.pdf

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